Summary for Test 2019-04-01-25-1

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 212753
DEA: 020H7604
EFIS: 0215000086
DIST-CO-RTE-PM02-LAS,PLU-VAR-VAR
Award Date03/28/2019
Closeout Date09/02/2020
Work DescriptionFULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION
Location DescriptionLASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date04/01/2019 Sample Unique Key25
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing04/01/2019
Sample typeQuality Control A brief description of the sampleCombined Aggregate
The quantity of what the sample constitutesMix Design From where was the sample collectedSource
First name of sampler or witnessed byTed Last name of sampler or witnessed byKinsey
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek - Ward Lake Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-18-0008::WARD LAKE PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedPlant Stockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-01-25
DIME Test ID: 2019-04-01-25-1
Testing Lab: CGI Technical Services, Incorporated
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2019-05-08

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Ted Kinsey
Date of test: 04/22/2019
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019